- 摘 要
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（中國建筑設(shè)計院有限公司， 北京 100044）
［摘要］恒大國際金融中心D區(qū)商業(yè)地上7層，主體結(jié)構(gòu)高度35.4m，采用框架-剪力墻結(jié)構(gòu)體系，結(jié)構(gòu)平面尺寸203m×104m。首先結(jié)合建筑方案及經(jīng)濟(jì)性分析說明了主體結(jié)構(gòu)的體系選型方案。隨后，系統(tǒng)介紹了項目設(shè)計過程中針對主體結(jié)構(gòu)平面不規(guī)則、豎向不規(guī)則及其他不規(guī)則項選用的計算措施和設(shè)計措施。同時，對主體結(jié)構(gòu)設(shè)計選用的性能化設(shè)計方法進(jìn)行了具體陳述。最后，對主體結(jié)構(gòu)的地上超長處理措施進(jìn)行了重點說明。研究及設(shè)計結(jié)果表明：通過選用合理的計算措施和設(shè)計措施，原結(jié)構(gòu)的不規(guī)則性得到有效控制，結(jié)構(gòu)各項計算指標(biāo)可以較好地滿足規(guī)范要求，結(jié)構(gòu)安全、可靠，結(jié)構(gòu)設(shè)計可行。
［關(guān)鍵詞］框架剪力墻； 性能化設(shè)計； 弱連接； 溫度應(yīng)力
中圖分類號： TU352 文獻(xiàn)標(biāo)識碼： A文章編號： 1002-848X(2016)S1-0048-06
Structural design and analysis of D business area of EVERGRANDE International Center
Zhang Lu, Rui Jianhui, Hou Pengcheng
(China Architecture Design Group, Beijing 100044 , China)
Abstract:D area of EVERGRANDE International Center with the height of 35.4m and 7 floors on the grand, uses the frame-shear wall structure system and the plane dimension of 203m×104m. Firstly, combined architecture scheme and economic analysis, the structural system selection of the main structure was explained. Then, the calculation measures and the design measures about the plane irregularity, the vertical irregularity and the other irregularity of the structure systematically were introduced. At the same time, the performance design method of the structure particularly were stated. Finally, treatment measures of super-long structure were emphatically presented. Research and design results show that, by using reasonable computational measures and design measures, the irregularity of the original structure has been effectively controlled, and the structure calculation index can better meet the requirements of the standards. The structure is safe, reliable and the structural design is feasible.
Keywords: frame-shear wall; performance design; weak link; thermal stress
作者簡介： 張路，博士，高級工程師，Email: 499686486@qq.com。
